7: Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift.

Culverts

7: Shrinkage cracks, light scaling, and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occurred near curtain walls, wingwalls, or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting.

Waterway Adequacy:

7: Slight chance of overtopping bridge deck and roadway approaches.

Approach Roadway Alignment:

7: Better than present minimum criteria

Bridge Posting

No posting required: Equal to or above legal loads

Scour Critical Bridges:

8: Bridge foundations determined to be stable for assessed or calculated scour conditions; calculated scour is above top of footing.

Bridge Railings:

1: Inspected feature meets currently acceptable standards.

Transitions:

1: Inspected feature meets currently acceptable standards.

Approach Guardrail:

1: Inspected feature meets currently acceptable standards.

Approach Guardrail Ends:

1: Inspected feature meets currently acceptable standards.

Historical significance:

4: Historical significance is not determinable at this time.

Type of Work Proposed:

Replacement of bridge or other structure because of substandard load carrying capacity or substandard bridge roadway geometry.

Work Done By:

Work to be done by contract

Length of Structure Improvement:

1.40 meters

Bridge Improvement Cost

$348,000

Roadway Improvement Cost

$35,000

Total Project Cost

$383,000

Year of Improvement Cost Estimate:

2017

More Information

Designated Level of Service

Mainline

Route Number:

05017

Inventory Route/Min Vert Clearance:

1.00 meters

LRS Inventory Route:

000CO50170

Bypass/Detour Length:

0.00 kilometers

Toll:

On free road. The structure is toll-free and carries a toll-free highway.